Image Width (pixels):
| Analyzed File: | BASE.iam |
| Autodesk Inventor Version: | 2023 (Build 270158000, 158) |
| Creation Date: | 03-Apr-25, 10:14 PM |
| Study Author: | NELLY NDUNG'U |
| Summary: | Simulation analysis for rail support beam. The length of the beam is 4m with a point load of 1042N. Th point load is the instantaneous load as the rocket leaves the launch pad. |
General objective and settings:
Design Objective Single Point Study Type Static Analysis Last Modification Date 03-Apr-25, 10:05 PM Model State [Primary] Design View Default Positional [Primary] Detect and Eliminate Rigid Body Modes No Separate Stresses Across Contact Surfaces No Motion Loads Analysis No iProperties
Summary
Author NELLY NDUNG'U Project
Part Number BASE Designer NELLY NDUNG'U Cost $0.00 Date Created 27-Mar-25 Status
Design Status WorkInProgress Physical
Mass 67.6808 kg Area 5748550 mm^2 Volume 8621750 mm^3 Center of Gravity x=-169.119 mm
y=-369.232 mm
z=791.202 mmNote: Physical values could be different from Physical values used by FEA reported below.
Mesh settings:
Avg. Element Size (fraction of model diameter) 0.1 Min. Element Size (fraction of avg. size) 0.2 Grading Factor 1.5 Max. Turn Angle 60 deg Create Curved Mesh Elements No Use part based measure for Assembly mesh Yes Material(s)
Name Steel, Mild General Mass Density 7.85 g/cm^3 Yield Strength 207 MPa Ultimate Tensile Strength 345 MPa Stress Young's Modulus 220 GPa Poisson's Ratio 0.275 ul Shear Modulus 86.2745 GPa Part Name(s) ISO 10799-2 90x90x3 - 198.3
ISO 10799-2 90x90x3 - 1635
ISO 10799-2 90x90x3 - 1600
ISO 10799-2 90x90x3 - 1600
ISO 10799-2 70x70x3 - 1150
ISO 10799-2 60x60x3 - 1150
Hex Nut Metric M10 x 1.5
Hex Bolt - Metric M10 x 1.5 x 90
LP_02.ipt
LP_01.ipt
ISO 10799-2 80x80x3 - 2000
BASE.ipt
Hex Bolt - Metric M10 x 1.5 x 100
Name Generic General Mass Density 1 g/cm^3 Yield Strength 0 MPa Ultimate Tensile Strength 0 MPa Stress Young's Modulus 0.0000001 GPa Poisson's Ratio 0 ul Shear Modulus 0.00000005 GPa Part Name(s) Reference Skeleton
Reference Skeleton
Reference Skeleton
Reference SkeletonOperating conditions
Force:1
Load Type Force Magnitude 1042.000 N Vector X -1030.127 N Vector Y 6.855 N Vector Z -156.700 N Selected Face(s)
Fixed Constraint:1
Constraint Type Fixed Constraint Selected Face(s)
Contacts (Bonded)
Name Part Name(s) Bonded:1 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1635:1
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:2 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1635:1
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:3 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1635:1
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:4 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:2
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:5 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:2
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:6 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:1
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:7 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:2
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:8 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:1
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:9 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 1600:2
Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1Bonded:10 LP02_2:1/Frame 1743060041581:1/ISO 10799-2 60x60x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:11 LP02_2:1/Frame 1743060041581:1/ISO 10799-2 60x60x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:12 LP02_2:1/Frame 1743060041581:1/ISO 10799-2 60x60x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:13 LP02_2:1/Frame 1743060041581:1/ISO 10799-2 60x60x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:14 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:15 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:16 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:17 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:18 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:19 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:20 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:21 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:22 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:23 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:24 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:25 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:26 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:27 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:28 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:29 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:30 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Nut Metric M10 x 1.5:7Bonded:31 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Nut Metric M10 x 1.5:6Bonded:32 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:33 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:34 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:1Bonded:35 LP02:1/Frame 1743058174007:1/ISO 10799-2 70x70x3 - 1150:1
Hex Bolt - Metric M10 x 1.5 x 90:2Bonded:36 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:37 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:38 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:39 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:40 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:41 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:42 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:43 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:44 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:45 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:46 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:47 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:48 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:49 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:50 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:51 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Nut Metric M10 x 1.5:3Bonded:52 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Nut Metric M10 x 1.5:2Bonded:53 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Nut Metric M10 x 1.5:1Bonded:54 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:55 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:56 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:57 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:3Bonded:58 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:1Bonded:59 Frame 1743054956771:1/ISO 10799-2 90x90x3 - 198.3:1
Hex Bolt - Metric M10 x 1.5 x 100:2Bonded:60 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:61 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:62 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:5Bonded:63 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Bolt - Metric M10 x 1.5 x 100:4Bonded:64 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Nut Metric M10 x 1.5:4Bonded:65 LP01:1/Frame 1743052582786:1/ISO 10799-2 80x80x3 - 2000:1
Hex Nut Metric M10 x 1.5:5Bonded:66 Hex Bolt - Metric M10 x 1.5 x 100:1
Hex Nut Metric M10 x 1.5:1Bonded:67 Hex Bolt - Metric M10 x 1.5 x 100:2
Hex Nut Metric M10 x 1.5:3Bonded:68 Hex Bolt - Metric M10 x 1.5 x 100:3
Hex Nut Metric M10 x 1.5:2Bonded:69 Hex Bolt - Metric M10 x 1.5 x 100:4
Hex Nut Metric M10 x 1.5:4Bonded:70 Hex Bolt - Metric M10 x 1.5 x 100:5
Hex Nut Metric M10 x 1.5:5Bonded:71 Hex Bolt - Metric M10 x 1.5 x 90:1
Hex Nut Metric M10 x 1.5:7Bonded:72 Hex Bolt - Metric M10 x 1.5 x 90:2
Hex Nut Metric M10 x 1.5:6Results
Reaction Force and Moment on Constraints
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Fixed Constraint:1 1054.22 N 1042.39 N 2929.44 N m -24.4984 N m 0 N 2916.45 N m 157.527 N 274.393 N m Result Summary
Name Minimum Maximum Volume 8621750 mm^3 Mass 67.6808 kg Von Mises Stress 0.000000632204 MPa 3686.82 MPa 1st Principal Stress -283.383 MPa 2780.21 MPa 3rd Principal Stress -2970.98 MPa 238.036 MPa Displacement 0 mm 90.4912 mm Safety Factor 0.0561459 ul 15 ul Stress XX -2345.91 MPa 2281.57 MPa Stress XY -1133.63 MPa 1283 MPa Stress XZ -1039.08 MPa 913.081 MPa Stress YY -929.991 MPa 821.48 MPa Stress YZ -1153.18 MPa 1243.05 MPa Stress ZZ -2154.94 MPa 1831.56 MPa X Displacement -89.6237 mm 0.0790208 mm Y Displacement -0.0372677 mm 0.731067 mm Z Displacement -14.705 mm 0.104463 mm Equivalent Strain 0.00000000000322004 ul 0.014247 ul 1st Principal Strain -0.00000917587 ul 0.0136455 ul 3rd Principal Strain -0.0139653 ul 0.000132738 ul Strain XX -0.0103735 ul 0.00918372 ul Strain XY -0.0065699 ul 0.00743558 ul Strain XZ -0.00602196 ul 0.00529172 ul Strain YY -0.00158529 ul 0.00190306 ul Strain YZ -0.00668321 ul 0.00720401 ul Strain ZZ -0.00959291 ul 0.00884049 ul Contact Pressure 0 MPa 8646.06 MPa Contact Pressure X -5312.14 MPa 7114.47 MPa Contact Pressure Y -917.281 MPa 934.778 MPa Contact Pressure Z -6864.91 MPa 5108.42 MPa Figures
Von Mises Stress
1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor
Stress XX
Stress XY
Stress XZ
Stress YY
Stress YZ
Stress ZZ
X Displacement
Y Displacement
Z Displacement
Equivalent Strain
1st Principal Strain
3rd Principal Strain
Strain XX
Strain XY
Strain XZ
Strain YY
Strain YZ
Strain ZZ
Contact Pressure
Contact Pressure X
Contact Pressure Y
Contact Pressure Z
N:\NAKUJA\CAD FILES\AIRFRAME\LP001\BASE.iam
Image Width (pixels):
